 This paper presents a numerical simulation of crack propagation in concrete using the scaled boundary finite element method, SBFEM, for both monotonic and cyclic loading conditions. The authors compare their results to those obtained from existing literature and find them to be consistent. They also investigate the influence of various parameters on the load displacement curves and conclude that the damage accumulation parameter is the most important factor. This study provides a valuable tool for understanding the behavior of quasi-briddle materials under cyclic loading. This article was authored by Omar Alres, Carson Konk and Kater M. Hamdya.